The use of glass fiber–reinforced polymer (GFRP) bars in reinforced concrete (RC)
structures has grown significantly in recent years, most notably in bridge deck applications …

Both high-temperature pullout tests without and with pre-tension load were conducted on the
bond-type anchorage system specimens with bonding medium of UHPC (Ultra-high …

In this study, an artificial neural network (ANN) model was developed to predict the
compressive strength of concrete containing supplementary cementitious materials (SCMs) …

The bond between steel and concrete in reinforced concrete structures is a multifaceted and
intricate phenomenon that plays a vital role in the design and overall performance of such …

This paper assesses the capability of using a new data‐driven approach to predict the bond
strength between steel rebar and concrete subjected to high temperatures. The analysis has …

The bond properties of corroded reinforcing bars in concrete are mainly determined by the
failure time and ultimate capacity of reinforced concrete (RC) structures. In this study, 98 …

The fire safety requirements and knowledge on the use of Glass Fiber Reinforced Polymer
(GFRP) bars as an alternative to conventional steel in reinforced concrete structures have …

If a concrete structure survives a fire, several questions can arise regarding the safety of the
structure and the extent of repair. This paper combines the results of a set of comprehensive …

This study conducted fire resistance tests on bond-type anchorage systems using ultrahigh-
performance concrete (UHPC) as a bonding medium for two types of carbon fiber–reinforced …

In reinforced concrete structures, the interaction between steel and concrete is a complex
and diverse phenomenon essential to the structure's performance and design. The …